Laserfiche WebLink
4 <br /> - Multi-Loaded Beam[AISC 9th Ed ASD J Ver: 6.00.81 <br /> . � By: TERRY MIKKELSON , DFP PLANNING&NDESIGN, LLC on: 06-16-2006 <br /> Project: 206231 -Location: GRT RM WDW <br /> Summary: <br /> A36 W8x21 x 15.0 FT <br /> i Section Adequate By: 72°k Controlling Factor: Moment <br /> ' SHEAR, MOMENT,AND DEFLECTION DiAGRAMS <br /> � Load combination shown: Controllin Shear/MomentJDeflection Dia rams <br /> ' 90�0 7822 Ibs Q 0 ft <br /> 4500 <br /> Shear <br /> (Ibs) 0 <br /> -4500 <br /> � <br /> -9�� -8613 Ibs @ 15 <br /> 40000 33607 ft-Ibs @ 8 ft �i <br /> � <br /> 20000 ; <br /> Moment ' <br /> (ft-Ib) 0 � <br /> i <br /> -20000 i <br /> i <br /> i <br /> -40000 i <br /> -0.7 ; � <br /> � <br /> -0.35 ; <br /> Deflection ; <br /> (in) 0 � <br /> � <br /> 0.35 � �-- <br /> 0.7 0.624in@7.6ft � <br /> Center Span = 15 ft <br /> Controllinq Load Cases: <br /> Shear: Critical shear created by combining all dead loads and live loads on span(s)2 <br /> Moment: Critical moment created by combining all dead loads and live loads on span(s)2 <br /> Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 <br />